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The strain, ε d, in the un-cracked beam portion was found by (15).
where n c and n are the layer number in the internal crack arm and in the un-cracked beam portion, respectively.
To study the feasibility of precast construction of coupling beams, the beam portion was constructed first, and the stubs at the ends of the beam representing in situ shear walls were fabricated in the next step.
The CHP1, installed in July of 2013, provides a measure of the DNI or the direct beam portion of the solar spectrum which can be concentrated for conversion to thermal energy.
The longitudinal strain, ε d, in the un-cracked beam portion, x ≥ 0, was found from the following equilibrium equation: frac{F}{2}={displaystyle underset{-{h}_1-{h}_2}{overset{-{h}_2}{int }}{sigma}_f bd{z}_1}+{displaystyle underset{-{h}_2}{overset{0}{sigma}_cigma}_c bd{z}_1}, (15).
The strain, ε d, in the un-cracked beam portion, x ≥ 0, was found from the following equilibrium equation: frac{F}{2}={displaystyle sunderset{z_{isplaystyle underset{z_{1 i}}{overset{z_{1 i+1}{intt }}{sigma}_i bd{z}_1}.} (57).
Similar(53)
The curvatures of samples s1 3 were estimated by image processing, as described in the Experimental Section, by considering the heated beam portions.
Each beam represented a portion of the width of a layered wood concrete longitudinal deck specimen.
The two major objectives have been to focus properly all the colours of the image at the film plane (i.e., to make the lens achromatic) and to focus portions of a beam coming from different portions of the lens, the centre or the edges, at the same point on the film (i.e., anastigmatic).
In actual beams, however, a portion of shear is resisted by dowel action and/or frame action in addition to the aggregate interlocking Leonhardt (1965).
This work elucidates experimentally and numerically the behavior of steel beam-to-column moment connections proposed by widening and tapering the portion of beam flanges to increase the ductility and strength of the connection used in moment-resisting frames.
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